Developing a vertical quasi-two-dimensional surface-subsurface flow model using an approximation for hydraulic gradient
Author:
Affiliation:
1. Graduate School of Engineering, Kyoto University, Japan
2. Disaster Prevention Research Institute, Kyoto University, Japan
3. Department of Agricultural and Rural Engineering, Chungnam National University, Korea
Publisher
Japan Society of Hydrology and Water Resources
Subject
Earth and Planetary Sciences (miscellaneous),Water Science and Technology
Link
https://www.jstage.jst.go.jp/article/hrl/17/2/17_36/_pdf
Reference12 articles.
1. An H, Yu S. 2014. Finite volume integrated surface-subsurface flow modeling on nonorthogonal grids. Water Resources Research 50: 2312–2328. DOI: 10.1002/2013WR013828.
2. An H, Ichikawa Y, Yorozu K, Tachikawa Y, Shiiba M. 2010. Validity assessment of integrated kinematic wave equations for hillslope rainfall-runoff modeling. Annual Journal of Hydraulic Engineering, JSCE 54: 505–510.
3. Celia MA, Bouloutas ET, Zarba RL. 1990. A general mass-conservative numerical solution for the unsaturated flow equation. Water Resources Research 26: 1483–1496. DOI: 10.1029/WR026i007p01483.
4. Farthing MW, Ogden FL. 2017. Numerical solution of Richards’ equation: A review of advances and challenges. Soil Science Society of America Journal 81: 1257–1269. DOI: 10.2136/sssaj2017.02.0058.
5. Fugami S, Ichikawa Y, Yorozu K, An H, Tachikawa Y. 2022. Developing a vertical quasi-two-dimensional subsurface flow model. Journal of Japan Society of Civil Engineers, Ser. B1 (Hydraulic Engineering) 78: 751–756 (in Japanese with English summary). DOI: 10.2208/jscejhe.78.2_I_751.
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